D. Dias

发表

Numerical modeling of the nonlinear mechanical behavior of multilayer geosynthetic system for piggyback landfill expansions

Bekoin Francis Guillaume Tano, D. Dias, Gary J Fowmes, 2016 .

U-shaped tunnel lining design using the Hyperstatic Reaction Method – Influence of the invert

D. Dias, D. Du, N. Do, 2020 .

Convergenceconfinement analysis of a bolt-supported tunnel using the homogenization method

Daniel Dias, Didier Subrin, Henry Wong, 2006 .

Assessment of stress relief during excavation on the seismic tunnel response by the pseudo-static method

Qiang Sun, D. Dias, 2019, Soil Dynamics and Earthquake Engineering.

Estimating the Radial Displacement on the Tunnel Boundary Within Efficient Working Area of Rock Tunneling Quality Index (Q-System)

D. Dias, N. Do, Van Diep Dinh, 2020 .

Three-Dimensional Static and Seismic Stability Analysis of a Tunnel Face Driven in Weak Rock Masses

D. Dias, Q. Pan, 2018, International Journal of Geomechanics.

Probabilistic analysis of pile-reinforced slopes in spatially variable soils with rotated anisotropy

Yung-ming Cheng, D. Dias, Jing-Ze Li, 2022, Computers and Geotechnics.

Soil spatial variability impact on the behavior of a reinforced earth wall

D. Dias, A. Hamrouni, B. Sbartai, 2020 .

Incorporating stratigraphic boundary uncertainty into reliability analysis of slopes in spatially variable soils using one-dimensional conditional Markov chain model

Yung-ming Cheng, Y. Cheng, D. Dias, 2020 .

Probabilistic Stability Analysis of a Three-Dimensional Rock Slope Characterized by the Hoek-Brown Failure Criterion

D. Dias, Q. Pan, Yuanjun Jiang, 2017, J. Comput. Civ. Eng..

Probability analysis of shallow circular tunnels in homogeneous soil using the surface response methodology optimized by a genetic algorithm

D. Dias, A. Hamrouni, B. Sbartai, 2019, Tunnelling and Underground Space Technology.

Reliability analysis of a mechanically stabilized earth wall using the surface response methodology optimized by a genetic algorithm

D. Dias, A. Hamrouni, B. Sbartai, 2018 .

Probabilistic analysis of ultimate seismic bearing capacity of strip foundations

D. Dias, A. Hamrouni, B. Sbartai, 2018, Journal of Rock Mechanics and Geotechnical Engineering.

Numerical and experimental study on influence of installation effects on behaviour of helical anchors in very dense sand

J. A. Schiavon, D. Dias, Zorany Agudelo Pérez, 2018, Canadian Geotechnical Journal.

Effect of layered liquefiable deposits on the seismic response of soil-foundations-structure systems

D. Dias, Guillermo A. López Jiménez, O. Jenck, 2019, Soil Dynamics and Earthquake Engineering.

Probabilistic stability analysis of an embankment dam considering soil spatial variability

D. Dias, Q. Pan, Xiangfeng Guo, 2019, Computers and Geotechnics.

Uplift Capacity Prediction of Continuous Helix Piles in Cohesionless Soils Using Cone Penetrometer Tests

D. Dias, Ouahcène Nait-Rabah, Gildas Medjigbodo, 2021, Geotechnical and Geological Engineering.

Effect of surcharge loading on horseshoe-shaped tunnels excavated in saturated soft rocks

D. Dias, D. Du, N. Do, 2020 .

The effect of pore water pressure on tunnel face stability

D. Dias, Q. Pan, 2016 .

Influence of Soil-Arching Effect on Tunnel Face Stability

D. Dias, Keqi Liu, W. Ding, 2021, International Journal of Geomechanics.

Face Stability of Tunnels in Soft Rocks

D. Dias, Q. Pan, 2019 .

Tunnel Face Reinforcement by Bolting – Numerical Modelling of Centrifuge Tests

D. Dias, J. Janin, 2014 .

Probabilistic Analysis of Pressurized Tunnels against Face Stability Using Collocation-Based Stochastic Response Surface Method

D. Dias, A. Soubra, G. Mollon, 2011 .

Numerical investigations of the tunnel environment effect on the performance of energy tunnels

D. Dias, A. D. Donna, Chun-mei Ma, 2021, Renewable Energy.

Parametric analysis and optimization of T-shaped and conventional deep cement mixing column-supported embankments

D. Dias, J. Baroth, Chana Phutthananon, 2020 .

Reliability analysis of embankment dam sliding stability using the sparse polynomial chaos expansion

L. Peyras, D. Dias, P. Breul, 2018, Engineering Structures.

Safety factor calculations of a tunnel face reinforced with umbrella pipes: A comparison analysis

D. Dias, Jin-feng Zou, Q. Pan, 2019, Engineering Structures.

Probabilistic evaluation of tunnel face stability in spatially random soils using sparse polynomial chaos expansion with global sensitivity analysis

Qiujing Pan, Daniel Dias, D. Dias, 2017 .

Three-dimensional face stability analysis of circular tunnels by a kinematical approach

Daniel Dias, Abdul-Hamid Soubra, Fabrice Emeriault, 2008 .

Three dimensional simulation of slurry shield tunnelling

Daniel Dias, Richard Kastner, D. Dias, 2014 .

Investigation of load transfer mechanisms in granular platforms reinforced by geosynthetics above cavities

D. Dias, M. Pham, L. Briançon, 2018, Geotextiles and Geomembranes.

Reliability analysis of shallow tunnels using the response surface methodology

Daniel Dias, Badreddine Sbartai, Adam Hamrouni, 2017 .

SOFT GROUND IMPROVEMENT BY VERTICAL RIGID PILES TWO-DIMENSIONAL PHYSICAL MODELLING AND COMPARISON WITH CURRENT DESIGN METHODS

Daniel Dias, Richard Kastner, D. Dias, 2005 .

Soft soil layer-tunnel interaction under seismic loading

L. Ribeiro e Sousa, D. Dias, Qiangqiang Sun, 2020 .

Impact of an underlying soft soil layer on tunnel lining in seismic conditions

L. R. Sousa, L. Ribeiro e Sousa, D. Dias, 2019, Tunnelling and Underground Space Technology.

Reliability-based approach for the stability analysis of shallow circular tunnels driven by a pressurized shield

Daniel Dias, Abdul-Hamid Soubra, Guilhem Mollon, 2009 .

INTERNATIONAL SOCIETY FOR SOIL MECHANICS AND GEOTECHNICAL ENGINEERING

D. Dias, S. Eclaircy-Caudron, 2019 .

Centrifuge Modeling of a Pile-Supported Granular Earth-Platform

Daniel Dias, Luc Thorel, U. S. Okyay, 2014 .

Seismic response of a rigid foundation embedded in a viscoelastic soil by taking into account the soil-foundation interaction

D. Dias, B. Sbartai, S. Messioud, 2016 .

EFFECT OF SEISMIC OBLIQUE WAVES ON DYNAMIC RESPONSE OF AN EMBEDDED FOUNDATION

D. Dias, B. Sbartai, S. Messioud, 2016 .

Seismic internal stability of saturated reinforced soil retaining walls using the upper bound theorem of limit analysis

D. Dias, M. Sadek, F. Hage Chehade, 2022, Soil Dynamics and Earthquake Engineering.

Upper bound seismic limit analysis of geosynthetic-reinforced unsaturated soil walls

D. Dias, M. Sadek, F. Hage Chehade, 2020 .

3D Numerical Modeling of a Piled Embankment under Cyclic Loading

D. Dias, H. Pham, 2019, International Journal of Geomechanics.

Effect of the soil–pile–structure interaction in seismic analysis: case of liquefiable soils

D. Dias, Guillermo A. López Jiménez, O. Jenck, 2018, Acta Geotechnica.

A comparative study of different reliability methods for high dimensional stochastic problems related to earth dam stability analyses

L. Peyras, D. Dias, P. Breul, 2019, Engineering Structures.

Global sensitivity analysis of probabilistic tunnel seismic deformations using sparse polynomial chaos expansions

D. Dias, Qiangqiang Sun, 2020 .

Sub-Rectangular Tunnel Behavior under Seismic Loading

D. Dias, N. Do, Van Vi Pham, 2021, Applied Sciences.

An improved Hyperstatic Reaction Method for tunnels under seismic loading

D. Dias, D. Du, Qiangqiang Sun, 2020 .

Use of lime and cement treated soils as pile supported load transfer platform

Daniel Dias, U. S. Okyay, D. Dias, 2010 .

Geosynthetic reinforced piled embankment modeling using discrete and continuum approaches

D. Dias, Q. Tran, P. Villard, 2021 .

Discrete and Continuum Numerical Modeling of Soil Arching between Piles

D. Dias, P. Villard, Quoc Anh Tran, 2019, International Journal of Geomechanics.

3D Numerical Modeling of Foundation Solutions for Wind Turbines

D. Dias, T. Miranda, N. Araújo, 2018, International Journal of Geomechanics.

Probabilistic analysis of piled earth platform under concrete floor slab

D. Dias, A. Hamrouni, B. Sbartai, 2017 .

Probabilistic assessment of an earth dam stability design using the adaptive polynomial chaos expansion

D. Dias, Xiangfeng Guo, Qiangqiang Sun, 2020, Bulletin of Engineering Geology and the Environment.

Failure potential of a circular tunnel face under steady-state unsaturated flow condition

D. Dias, T. Z. Li, Zhanzhan Li, 2020 .

Evaluation of the seismic site response in randomized velocity profiles using a statistical model with Monte Carlo simulations

D. Dias, Xiangfeng Guo, Qiangqiang Sun, 2020 .

Lining performance optimization of sub-rectangular tunnels using the Hyperstatic Reaction Method

D. Dias, D. Du, N. Do, 2020 .

Hyperstatic Reaction Method for the Design of U-Shaped Tunnel Supports

D. Dias, P. Oreste, D. Du, 2018, International Journal of Geomechanics.

Metamodel-Based Slope Reliability Analysis—Case of Spatially Variable Soils Considering a Rotated Anisotropy

D. Dias, J. Baroth, Xiangfeng Guo, 2021, Geosciences.

Influence of the pile toe condition on the dynamic response of a group of pile foundations

D. Dias, B. Sbartai, S. Messioud, 2019, International Journal of Advanced Structural Engineering.

Numerical study on the effect of a subway station on the surface ground motion

D. Dias, Xiangfeng Guo, Qiangqiang Sun, 2019, Computers and Geotechnics.

Improvement of the modified Cam-Clay model for overconsolidated soils

D. Dias, R. Kastner, S. Benmebarek, 2020, FLAC and Numerical Modeling in Geomechanics.

Reliability analysis of tunnel lining considering soil spatial variability

D. Dias, D. Du, Xiangfeng Guo, 2019, Engineering Structures.

Dynamic stability assessment of reservoir colluvial landslide using a hypoplastic clay constitutive model considering the effects of drying-wetting cycles on the hydro-fluctuation belt

D. Dias, Yi-ping Wu, Fa-sheng Miao, 2022, Engineering Geology.

3D Numerical Modeling of Rigid Inclusion-Improved Soft Soils Under Monotonic and Cyclic Loading—Case of a Small-Scale Laboratory Experiment

D. Dias, Hung Van Pham, 2021, Applied Sciences.

3D modeling of geosynthetic-reinforced pile-supported embankment under cyclic loading

D. Dias, A. Dudchenko, H. Pham, 2020 .

Deterministic and probabilistic basal heave stability analysis of circular shafts against hydraulic uplift

D. Dias, J. Baroth, Tingting Zhang, 2022, Computers and Geotechnics.

Internal stability analysis of column-supported embankments: Deterministic and probabilistic approaches

D. Dias, Xiangfeng Guo, T. A. Pham, 2022, Transportation Geotechnics.

Behavior of Axially and Eccentrically Loaded Trapezoidal Shell Footings Resting on a Granular Assembly

D. Dias, Pooya Dastpak, S. Abrishami, 2022, International Journal of Geomechanics.

Two-dimensional physical modelling of soft ground improvement by vertical rigid piles

D. Dias, O. Jenck, R. Kastner, 2006 .

Numerical Study of the Behavior of Back-to-Back Mechanically Stabilized Earth Walls

S. H. Lajevardi, D. Dias, Khashayar Malekmohammadi, 2021, Geotechnics.

Reliability-based settlement analysis of embankments over soft soils reinforced with T-shaped deep cement mixing piles

D. Dias, J. Baroth, Chana Phutthananon, 2022, Frontiers of Structural and Civil Engineering.

Slurry filtration process and filter cake formation during shield tunnelling: Insight from coupled CFD-DEM simulations of slurry filtration column test

D. Dias, Xin Huang, Zixin Zhang, 2019, Tunnelling and Underground Space Technology.

Behavior of volcanic ash–soil mixtures under one-dimensional compression testing

D. Dias, Pooya Dastpak, S. Abrishami, 2022, Scientific Reports.

Optimum material ratio for improving the performance of cement-mixed soils

J. Koseki, D. Dias, T. Pham, 2021 .

Three-dimensional numerical simulation of pile-twin tunnels interaction – Case of the Shiraz subway line

Daniel Dias, D. Dias, Mojtaba Nematollahi, 2019, Tunnelling and Underground Space Technology.

Performance of segmental and shotcrete linings in shallow tunnels crossing a transverse strike-slip faulting

D. Dias, M. Zaheri, M. Ranjbarnia, 2020, Transportation Geotechnics.

Effect of sonication on soursop juice quality

D. Dias, P. Azoubel, F. A. Honorato, 2015 .

Seismic analysis of geosynthetic-reinforced retaining wall in cohesive soils

D. Dias, M. Sadek, F. Hage Chehade, 2019, Geotextiles and Geomembranes.

Behavior of noncircular tunnels excavated in stratified rock masses – Case of underground coal mines

D. Dias, N. Do, Van Diep Dinh, 2019, Journal of Rock Mechanics and Geotechnical Engineering.

Dynamic probabilistic analysis of non-homogeneous slopes based on a simplified deterministic model

Daniel Dias, Xiangfeng Guo, Tingting Zhang, 2021 .

Reliability of tunnel lining design using the Hyperstatic Reaction Method

Daniel Dias, André T. Beck, Ngoc-Anh Do, 2018, Tunnelling and Underground Space Technology.

Sliced inverse regression-based sparse polynomial chaos expansions for reliability analysis in high dimensions

Qiujing Pan, Daniel Dias, D. Dias, 2017, Reliab. Eng. Syst. Saf..

Long-Term Thermo-Hydraulic Numerical Assessment of Thermo-Active Piles—A Case of Tropical Soils

D. Dias, Q. Pan, C. Tsuha, 2022, Applied Sciences.

A Simplified Way to Evaluate the Effect of Temperature on a Circular Tunnel

D. Dias, D. Du, N. Do, 2021, Geotechnics.

Thermo-hydraulic and sensitivity analyses on the thermal performance of energy tunnels

D. Dias, A. D. Donna, Chunjing Ma, 2021 .

Numerical study on the thermo-hydro-mechanical behaviour of an energy tunnel in a coarse soil

D. Dias, A. Di Donna, Chun-chi Ma, 2022, Computers and Geotechnics.

The behaviour of the segmental tunnel lining studied by the hyperstatic reaction method

Irini Djeran-Maigre, Pierpaolo Oreste, Ngoc-Anh Do, 2014 .

A fractional derivative-based numerical approach to rate-dependent stress–strain relationship for viscoelastic materials

D. Dias, Hongwei Zhou, Zelin Liu, 2021, Acta Mechanica.

Back analysis of geomechanical parameters by optimisation of a 3D model of an underground structure

Daniel Dias, A. Gomes Correia, Lino Costa, 2011 .

Experimental Study of the Mechanical Properties of Two-Component Backfilling Grout

D. Dias, M. Sharghi, H. Chakeri, 2021 .

Impact of pre-existent Qanats on ground settlements due to mechanized tunneling

D. Dias, N. Do, M. B. Golpasand, 2019 .

Three-dimensional numerical simulation of a mechanized twin tunnels in soft ground

Pierpaolo Oreste, Ngoc-Anh Do, Ngoc-Anh Do, 2014 .

Probabilistic Analysis and Design of Circular Tunnels against Face Stability

Abdul-Hamid Soubra, Guilhem Mollon, Daniel Dias, 2009 .

Probabilistic Analysis of Circular Tunnels in Homogeneous Soil Using Response Surface Methodology

Abdul-Hamid Soubra, Guilhem Mollon, Daniel Dias, 2009 .

Spread foundations on rigid inclusions subjected to complex loading: Comparison of 3D numerical and simplified analytical modelling

Daniel Dias, Bruno Simon, D. Dias, 2015 .

Safety factor assessment of a tunnel face reinforced by horizontal dowels

Qiujing Pan, Daniel Dias, D. Dias, 2017 .

Upper-bound analysis on the face stability of a non-circular tunnel

Qiujing Pan, Daniel Dias, D. Dias, 2017 .

Three-dimensional face stability analysis of pressurized tunnels driven in a multilayered purely frictional medium

Daniel Dias, Abdul-Hamid Soubra, Wassim Raphael, 2015 .

Stabilisation of the Excavation Face in Shallow Tunnels Using Fibreglass Dowels

Daniel Dias, Pierpaolo Oreste, D. Dias, 2012, Rock Mechanics and Rock Engineering.

Rotational failure mechanisms for the face stability analysis of tunnels driven by a pressurized shield

Daniel Dias, Abdul-Hamid Soubra, Guilhem Mollon, 2011 .

Convergence-confinement approach for designing tunnel face reinforcement by horizontal bolting

Daniel Dias, D. Dias, 2011 .

Bearing capacity evaluation for shallow foundations on unsaturated soils using discretization technique

D. Dias, D. Du, Xiao‐Li Yang, 2021 .

A sequential sparse polynomial chaos expansion using Bayesian regression for geotechnical reliability estimations

Qiujing Pan, Daniel Dias, D. Dias, 2020, International Journal for Numerical and Analytical Methods in Geomechanics.

Three dimensional face stability of a tunnel in weak rock masses subjected to seepage forces

Qiujing Pan, Daniel Dias, D. Dias, 2018 .

Face Stability Analysis of Circular Tunnels Driven by a Pressurized Shield

Abdul-Hamid Soubra, Guilhem Mollon, Daniel Dias, 2010 .

Three-dimensional face stability analysis of circular tunnels by numerical simulations

Daniel Dias, M. Asce, Abdul-Hamid Soubra, 2008 .

Numerical study of the segmental tunnel lining behavior under a surface explosion – Impact of the longitudinal joints shape

A. Rashiddel, M. Hajihassani, D. Dias, 2020 .

Tunnel engineering – influence of the type and the quantity of measurements in the back analysis of geomechanical parameters

Daniel Dias, Tiago F. S. Miranda, Marisa Mota Pinheiro, 2016 .

Back analysis of geomechanical parameters in underground works using an Evolution Strategy algorithm

José Sena-Cruz, Lino Costa, Daniel Dias, 2013 .

Inverse analysis on two geotechnical works : a tunnel and a cavern

D. Dias, T. Miranda, A. Correia, 2007 .

Numerical analysis of the behaviour of mechanically stabilized earth walls reinforced with different types of strips

Daniel Dias, Abdelkader Abdelouhab, Nicolas Freitag, 2011 .

Analyses of a pile-supported embankment over soft clay: Full-scale experiment, analytical and numerical approaches

Daniel Dias, L. Briançon, M. A. Nunez, 2013 .

An efficient reliability method combining adaptive Support Vector Machine and Monte Carlo Simulation

Qiujing Pan, Daniel Dias, D. Dias, 2017 .

Large-scale tests to assess the efficiency of a geosynthetic reinforcement over a cavity

Bekoin Francis Guillaume Tano, D. Dias, F. Olivier, 2018 .

Impact of the shield machine’s performance parameters on the tunnel lining behaviour and settlements

D. Dias, N. Do, V. K. Dang, 2021, Environmental Earth Sciences.

Three-dimensional numerical simulation of the Shiraz subway second line – influence of the segmental joints geometry and of the lagging distance between twin tunnels’ faces

H. Molladavoodi, D. Dias, M. Nematollahi, 2020 .

 Interaction between an underground parking and twin tunnels – Case of the Shiraz subway line

D. Dias, M. Nematollahi, 2020 .

Design of Quasi-Rectangular Tunnel Built in the Rock Masses Following Hoek–Brown Failure Criterion

D. Dias, D. Du, Keqi Liu, 2022, Buildings.

Face Stability Analysis for a Shield-Driven Tunnel in Anisotropic and Nonhomogeneous Soils by the Kinematical Approach

Qiujing Pan, Daniel Dias, D. Dias, 2016 .

Three-dimensional face stability analysis of shallow tunnels using numerical limit analysis and material point method

Daniel Dias, Fabricio Fernández, Jhonatan E.G. Rojas, 2021 .

Geosynthetic-reinforced pile-supported embankments − 3D discrete numerical analyses of the interaction and mobilization mechanisms

D. Dias, T. Pham, Q. Tran, 2021 .

Three-Dimensional Numerical Modeling of a Piled Embankment

Daniel Dias, Richard Kastner, D. Dias, 2009 .

Piezometric level prediction based on data mining techniques

Joaquim Tinoco, Mathilde de Granrut, Daniel Dias, 2019, Neural Computing and Applications.

An analytical model for the monitoring of pore water pressure inside embankment dams

A. Simon, D. Dias, J. Baroth, 2018 .

Numerical study of the deformation performance and failure mechanisms of TDM pile-supported embankments

D. Dias, Chana Phutthananon, P. Jongpradist, 2021 .

3D numerical study of the performance of geosynthetic-reinforced and pile-supported embankments

D. Dias, T. Pham, 2021, Soils and Foundations.

Three-dimensional numerical simulation for mechanized tunnelling in soft ground: the influence of the joint pattern

Irini Djeran-Maigre, Pierpaolo Oreste, Ngoc-Anh Do, 2014 .

Probabilistic analyses of tunneling-induced ground movements

Daniel Dias, Abdul-Hamid Soubra, Guilhem Mollon, 2013 .

Movements caused by the excavation of tunnels using face pressurized shields — Analysis of monitoring and numerical modeling results

Daniel Dias, Richard Kastner, D. Dias, 2013 .

2D numerical investigation of segmental tunnel lining behavior

Irini Djeran-Maigre, Pierpaolo Oreste, Ngoc-Anh Do, 2013 .

A comparison of 2D and 3D numerical simulations of tunnelling in soft soils

Daniel Dias, Ngoc Anh Do, D. Dias, 2017, Environmental Earth Sciences.

3D numerical investigation on the interaction between mechanized twin tunnels in soft ground

Pierpaolo Oreste, Ngoc-Anh Do, Daniel Dias, 2015, Environmental Earth Sciences.

3D numerical investigation of mechanized twin tunnels in soft ground – Influence of lagging distance between two tunnel faces

Daniel Dias, Pierpaolo Oreste, Ngoc-Anh Do, 2016 .

Analysis of soil-welded steel mesh reinforcement interface interaction by pull-out tests

S. H. Lajevardi, D. Dias, J. Racinais, 2013 .

Three-dimensional probabilistic stability analysis of an earth dam using an active learning metamodeling approach

L. Peyras, D. Dias, P. Breul, 2021, Bulletin of Engineering Geology and the Environment.

Dynamic Properties of a Compacted Residual Soil from the West Indies

L. Peyras, D. Dias, C. Carvajal, 2023, Geotechnics.

Kriging based reliability and sensitivity analysis – Application to the stability of an earth dam

Xiangfeng Guo, Daniel Dias, D. Dias, 2020 .

Impact of constitutive models on the numerical analysis of underground constructions

Daniel Dias, Richard Kastner, Yousef Hejazi, 2008 .

Artificial neural networks for the interpretation of piezometric levels at the rock-concrete interface of arch dams

Daniel Dias, M. de Granrut, A. Simon, 2019, Engineering Structures.

Modelling and comparison of different types of random fields: case of a real earth dam

Laurent Peyras, Daniel Dias, Claudio Carvajal, 2021, Engineering with Computers.

Continuous velocity fields for collapse and blowout of a pressurized tunnel face in purely cohesive soil

Daniel Dias, Abdul-Hamid Soubra, Guilhem Mollon, 2013 .

Three-dimensional finite difference analysis of shallow sprayed concrete tunnels crossing a reverse fault or a normal fault: A parametric study

D. Dias, M. Zaheri, M. Ranjbarnia, 2020 .

3D numerical investigation of segmental tunnels performance crossing a dip-slip fault

D. Dias, M. Zaheri, M. Ranjbarnia, 2020 .

Numerical modelling to identify key factors controlling interface behaviour of geosynthetic lining systems

Nathalie Touze-Foltz, Daniel Dias, F. Olivier, 2017 .

2D numerical investigations of twin tunnel interaction

Irini Djeran-Maigre, Pierpaolo Oreste, Ngoc-Anh Do, 2014 .

Behaviour of segmental tunnel linings under seismic loads studied with the hyperstatic reaction method

Pierpaolo Oreste, Ngoc-Anh Do, Ngoc-Anh Do, 2015 .

Analysis of the Possible Cracking and Damages of Tunnel Lining Segments during Installing Stage

D. Dias, H. Afshin, M. Sharghi, 2021, Soil Mechanics and Foundation Engineering.

Investigation of behavior of footings over rigid inclusion-reinforced soft soil: experimental and numerical approaches

D. Dias, L. Briançon, H. Pham, 2019 .

Two-Dimensional Physical and Numerical Modeling of a Pile-Supported Earth Platform over Soft Soil

Daniel Dias, Richard Kastner, D. Dias, 2007 .

Field monitoring and analyses of the response of a block-faced geogrid wall using fine-grained tropical soils

Mario Riccio, Mauricio Ehrlich, Daniel Dias, 2014 .

3D numerical modeling of a rigid inclusion reinforced railway embankment under cyclic loading

D. Dias, O. Jenck, Jiamin Zhang, 2023, Transportation Geotechnics.

Comparison and evaluation of analytical models for the design of geosynthetic-reinforced and pile-supported embankments

Tuan A. Pham, Daniel Dias, Daniel Dias, 2020 .

2D Tunnel Numerical Investigation: The Influence of the Simplified Excavation Method on Tunnel Behaviour

Irini Djeran-Maigre, Pierpaolo Oreste, Ngoc-Anh Do, 2014, Geotechnical and Geological Engineering.

Numerical back-analysis of the southern Toulon tunnel measurements: A comparison of 3D and 2D approaches

Fabrice Emeriault, Richard Kastner, Daniel Dias, 2015 .

Three-Dimensional Stability of a Slope Subjected to Seepage Forces

D. Dias, Q. Pan, Jingshu Xu, 2017 .

Multiphase Constitutive Model for the Design of Piled-Embankments: Comparison with Three-Dimensional Numerical Simulations

Ghazi Hassen, Patrick de Buhan, Daniel Dias, 2009 .

Reliability analysis of pile-reinforced slopes in width-limited failure mode considering three-dimensional spatial variation of soil strength

Jian Ji, D. Dias, Yining Hu, 2023, Computers and Geotechnics.

Variability of the Ypresian plastic clay of Paris

D. Dias, H. Lebissonnais, G. Chapron, 2020 .

Stability analysis for nonhomogeneous slopes subjected to water drawdown

D. Dias, Xing Shu, Zhi-bin Sun, 2019, Journal of Central South University.

Validation of a New 2D Failure Mechanism for the Stability Analysis of a Pressurized Tunnel Face in a Spatially Varying Sand

Daniel Dias, Kok-Kwang Phoon, Abdul-Hamid Soubra, 2011 .

Tunnel lining design in multi-layered grounds

Daniel Dias, Ngoc-Anh Do, D. Dias, 2018, Tunnelling and Underground Space Technology.

Reliability assessment for serviceability limit states of stiffened deep cement mixing column-supported embankments

D. Dias, Chana Phutthananon, P. Jongpradist, 2023, Journal of Rock Mechanics and Geotechnical Engineering.

Significance of Rayleigh damping in nonlinear numerical seismic analysis of tunnels

D. Dias, Qiangqiang Sun, 2018, Soil Dynamics and Earthquake Engineering.

New analytical approach to simulate the longitudinal fiberglass dowels performance installed at the face of a tunnel embedded in weak and weathered rock masses

D. Dias, M. Zaheri, M. Ranjbarnia, 2023, Computers and Geotechnics.

Analytical and numerical simulations to investigate effective parameters on pre-tensioned rockbolt behavior in rock slopes

D. Dias, M. Ranjbarnia, Mir Mahdi Rashedi, 2022, Bulletin of Engineering Geology and the Environment.

Extrusion movements of a tunnel head reinforced by finite length bolts—a closed-form solution using homogenization approach

Daniel Dias, Didier Subrin, Henry Wong, 2000 .

Probabilistic Stability Analysis of Deep Rock Tunnel Excavated by Mechanized Tunneling Considering Anisotropic Initial Stresses

D. Dias, D. Do, Xiangfeng Guo, 2022, Applied Sciences.

Probabilistic analysis of geosynthetic-reinforced and pile-supported embankments

D. Dias, Xiangfeng Guo, T. Pham, 2022, Computers and Geotechnics.

Influence of a weak layer on the tunnel face stability – Reliability and sensitivity analysis

D. Dias, Q. Pan, Qian Zhang, 2020 .

Behavior of Shallow Circular Tunnels—Impact of the Soil Spatial Variability

D. Dias, A. Hamrouni, Xiangfeng Guo, 2022, Geosciences.

Ultimate dynamic bearing capacity of shallow strip foundations - Reliability analysis using the response surface methodology

Daniel Dias, Badreddine Sbartai, Adam Hamrouni, 2021 .

Dynamic Response of Pile Reinforced Soils and Piled Foundations

Daniel Dias, Badreddine Sbartai, U. S. Okyay, 2016, Geotechnical and Geological Engineering.

Extrusion analysis of a bolt-reinforced tunnel face with finite ground-bolt bond strength

D Dias, D. Dias, H. Wong, 2004 .

Probabilistic basal heave stability analyses of supported circular shafts in non-homogeneous clayey soils

Daniel Dias, Julien Baroth, Tingting Zhang, 2021, Computers and Geotechnics.

Tunnel face reliability analysis using active learning Kriging model—Case of a two-layer soils

Daniel Dias, Tian-zheng Li, D. Dias, 2019, Journal of Central South University.

Discrete Kinematic Mechanism for Nonhomogeneous Slopes and Its Application

D. Dias, Q. Pan, C. Hou, 2018, International Journal of Geomechanics.

Analysis of earth pressure for shallow square tunnels in anisotropic and non-homogeneous soils

D. Dias, D. Du, Xiao‐Li Yang, 2018, Computers and Geotechnics.

Influence of the Scale of Fluctuation of the Friction Angle on the Face Stability of a Pressurized Tunnel in Sands

K. Phoon, D. Dias, A. Soubra, 2011 .

Upper Bound Analysis of 3D-Reinforced Slope Stability Subjected to Pore-Water Pressure

D. Dias, Huanping Pang, C. Hou, 2020 .